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HomeMy WebLinkAbout6.9-213GRADING NOTES: 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND SHALL CONFORM WITH APPENDIX "J" OF THE 2016 CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY KRAZAN & ASSOCIATES, INC., DATED: JANUARY 26, 2017 AND SHALL BE MADE A PART HEREON. 2. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND PAVING AREAS TO WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.01 FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE CITY RIGHT-OF-WAY. 5. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE SOILS ENGINEER. 6. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 7. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE WITH APPENDIX "J" OF 2016 CALIFORNIA BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. 8. DUST CONTROL: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. WATER SHA_L BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT THE SURFACES FROM BECOMING DRY ENOUGH TO PERMIT DUST FORMATION. B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT. 9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF ANY WORK. CALL U.S.A. (1-800-642-2444) TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 10. THE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED iN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE REQUIREMENTS. 11. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 12. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERTY CAPPED AT THE PROJECT BOUNDARY. 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY ONCE BY THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 15 A'._L ON-SITE OR OFF-SITE OBSTRUCTIONS SHALL BE REMOVED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. 16 ANY EXISTING IMPROVEMENT OR UTILITY REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER AND APPROVED BY THE CITY OF BAKERSFIELD AT THE CONTRACTOR'S EXPENSE. 17 ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. PATRICK AND HENDERSON INC. PLOT INFORMATION: PLAN CHECK 03/13/17 ATRICK & 1965 AIRPORT DRIVE BAKERSFIELD, CALIFORNIA 93308E (661) 391-9854 N ■ CIVIL & GEOTECHNICAL ENGINEERING FAX: (661) 391-9926 Consulting Engineers Foundation & St-jctural Engineering Land Planning Land Surveying Soils Testing 18. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE SOILS ENGINEER. THE SOILS ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO PLACING OF ANY FILL MATERIAL. 19. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS, LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS. ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE SOILS ENGINEER. 20. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL. 21. ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OF EXISTING OR PLANNED CUT SLOPES. 22. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTING FACTOR OF 1.30. THE ENGINEER MAKES NO WARRANTEE EITHER DIREC__ OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES THE GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND FI LL. 23. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, SOILS REPORT, AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK CA'`CULATIONS. 24. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE COORDINATED WITH THE INSPECTOR AT THE TIME OF GRADING. 25. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAW NGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 26. THE CONTRACTOR SHALL COORDINATE WITH THE INSPECTOR AND THE ENGINEER THE LOCATION OF THE BORROW AREAS PRIOR TO BEGINNING CONSTRUCTION. 27. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS, OR OTHER DOCUMENTS. 28, ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILL -_-D AND COMPACTED IN ACCORDANCE WITH THE CITY STANDARD DETAIL S-39. 29. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAVED BY THE BUILDING OFFICIAL. 30. IT IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS GRADING CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE ENGINEER IF ITEMS WHICH MIGHT EFFECT FOUNDATION STABILITY ARE ENCOUNTERED DURING EARTHWORK OPERATIONS SO THAT THEY MAY BE TREATED UNDER HIS DIRECTION (THESE MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.). 31. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMITTED. 32. ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED DURING GRADING SHALL BE ADEQUATELY CAPPED IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, AND STATE ORDINANCES. 33. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA. 34. IN ACCORDANCE WITH THE SOILS REPORT, LOOSE FILL SHALL BE REMOVED AND RECOMPACTED. AFTER STRIPPING AND FILL REMOVAL OPERATIONS, THE AREAS OF PROPOSED DEVELOPMENT SHALL BE EXCAVATED/SCARIFIED TO A DEPTH OF 18 INCHES, MOISTURE CONDITIONED AS NECESSARY, AND RECOMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY PER ASTM TEST METHOD ASTM D1557 -02e1. 35. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO NINETY PERCENT (90%) DENSITY FOR A MINIMUM DISTANCE OF FIVE (5) FEET BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. THE DEPTH OF OVER -EXCAVATION AND COMPACTION 'N PAD AREAS SH ALL BE 18 INCHES BELOW EXISTING GROUND ELEVATION. RE -COMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE TO AT LEAST 90% OF MAXIMUM DRY DENSITY. 36. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF 6 INCHES. 37. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 38. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6 INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY APPROVED METHOD. 39. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY APPENDIX "J" OF 2016 CALIFORNIA BUILDING CODE AND SO CERTIFIED BY TESTS AND REPORTS FROM SO LS ENGINEER. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 40. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WI -L NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE P -ANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED BY PATRICK & HENDERSON, INC. 41. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR PERFORMING WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY, JNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGNEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 42. CITY INSPECTOR TO BE NOTIFIED 48 HOURS PRIOR TO PLACING FILL MATERIAL WITHIN THE LIMITS OF GRADING FOR THIS SITE. 43. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WiT-1 CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-0009 DWQ A'--- AMENDED `:AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DUR NG NORMAL CONSTRUCTION HOURS. 44. THE LANDSCAPE AREAS: 'MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR S-RJCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE- A MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROS ON ONTO THE SIDEWALK. 45. ANY PUBLIC FACILITIES IN STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDAR) OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY ENGINEER. 46. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONS -RUCTION NSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NO -ICE. THE SECT ON MAY BE NOTIFIED AT (661) 326-3049. 47. ANY WORK CONNECT NG TD EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. 48. COMPACTION TEST NOTICE: COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED -ES T S ENGINEER. The GRADING PLAN as shown on this drawing is hereby approved, w4ect to any indicated corrections or additions. Approval by the Public Works Depar'ment and Building Department indicates approval only as to design ii used and conformance to City Standards, Codes and Ordinances FrIgineerfor the subd+v ier or developer shall be responsible for accuracy (rt calculations for this plan and shall submit a certified'as. graded' plan after completion of the grading. APPROVED BY: So 13-) 7 oQ�o Public Works Department Date Building De rtm:;j Noent Date E„Q n=. CG l HLSuP C-2 Y�- M-1 Rgtr 26TH- ST 26THST ltal C-1 C -O C-2 C-2 C-2 C-2 C-2 M-1 U)C-2 M-1 M-1JsrgTf , MeP 1 d '1011 SHEET VUMBERS DESCRIPTION REVISIOIj�, p1 p� S li1TY OF t'3AKt���J 1 TITLE SHEET AND GRADING NOTES 1 BUILDING 2 GRADING PLAN 1 1 3 GRADING SECTIONS 1 1 4 EROSION CONTROL PLAN 1 1 5 DEMO PLAN BAKERSFIELD, CA 93308 LEGAL DESCRIPTION: BEING THE SOUTH 15 FEET OF LOT 14 AND ALL OF LOTS 15, 16, 17, 13, 19, AND 20 IN BLOCK 127 IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER MAP RECORDED `,I BOOK 1, PAGES 13 AND 14 OF MAPS IN THE OFFICE OF THE COUNTS RECORDER OF SAID COUNTY. EXCEPTING ANY PORTION OF SAID LC!- 20 LYING WITHIN HIGHWAY RIGHT OF WAY RELINQUISHED -0 THE CI-" OF BAKERSFIELD PER DOCUMENT NO. 0211087336 OF CFFICIA_ RECORDS. QUANTITIES: -HE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSE:`_) ONLY, AND SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE HIS OWN ESTIMATE OF QUANT TIES FCR BIDDING THIS PROJECT. ALL QUANTITIES WERE CALCULATED BASED ON A 0.20' FEET LOSS DUE -0 CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES �O WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. ADJUSTVENTS TO GRADES SHOWN ON THESE PLANS MAY BE REQU R==D TO BALANCE GRADING. APPROVAL OF ADJUSTMENTS 3Y THE ENGINEER ARE REQUIRED. EXCAVATION (EXCLUDING OVER -EX): 355 C. Y. FILL (EXCLUDING OVER -EX): 85 C.Y. COMPACTION FACTOR: 120% PROJECT ACREAGE (ALL PHASES): 19,764 SF (GROSS; BENCHMARK USED: CHISELED "X" AT 1/2 DELTA AT S/W CORNER OF INTERSECTION 'L' STREET AND 28th STREET PER CITY OF BAKERSFIELD BENCHMARK BCOK E-EVA.TION: 410.645 USGS DATUM BASIS OF BEARING: THE BEARING OF N 00°00'00" W SHOWN FOR THE CENTERLINE OF 'K' STREET PER MAP RECORDED IN BOOK 1, PAGES 13 AND 14 OF 'MAPS PREP,*ID AND APPROVED BY: LU 25TH ST BY ALLAN PP HENDERSON 7 CALI= DRNIA RCE N0. 25224 ED C -[EXP. 12/31/2011 DATE C-2 C-2 C-2 M-1 €,?-1 VICINITY MAP ,�+> ST NOT TO SCALE 24TH ST SITE= THESE PLANS AND SPECIFICATIO\S WERE PREz)ARED BY ME OR UNDER MY DIRECTIO'\, AND TO THE BEST CF MY KNOWLEDGE AND BELE= COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, S'-ANDARDS AND DESIGN CRI -77R A, AND INCLUDE ALL IMPROVEMENT tv C-2 C-2 C-2 C-2 ;,-2 C-2 C-2 C-2 C-2 C-2 REQUIREMENTS OF THE ADVISORv AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, CMISSIONS OR O ----R V OLA- "'.H OF THOSE ORDINANCES, STANDARDS, OR I DESIGN CRITERIA ENCOJN-FRED s JRING CO',----. JCTION SHALL BE CORRECTED AND SUCH 23R© Si 23RD ST CORRECTIONS REFLECTED ON CC - 23RD SUBMITTED TO THE CITY ENGINEER. ' > ->C -C C -C C -C C -C Y C -C C -C FC -C ,a 12/15/16W13 REV STATISTICS INFORMATION OWNER: 24th STREET HOLDINGS, LLC 9710 BRIMHALL ROAD BAKERSFIELD, CA 93312 PREPARED BY; PATRICK AND HENDERSON, 'NC. ALLAN P. HENDERSON CALIFORNIA RCE NO. 25224, EXP. 12/31/2017 DRAWN BY: 1965 AIRPORT DRIVE BAKERSFIELD, CA 93308 CONTAC`: BRUCE ANDERSON ASSESSCR'S NO: 005-372-13 SITS SIZE: 19,764 SF EX ST'NG JSE EXISTING BUISNESS PROMOSED JSE: URGENT CARE BUILDING HEIGHTS: 12'-14' DEVE._OPED AREA: 19,764 SF SITE DRA'i AS SHOWN TO EXISTING DRAINAGE STRUCTURES PREP,*ID AND APPROVED BY: LU 25TH ST BY ALLAN PP HENDERSON 7 CALI= DRNIA RCE N0. 25224 ED C -[EXP. 12/31/2011 DATE C-2 C-2 C-2 M-1 €,?-1 VICINITY MAP ,�+> ST NOT TO SCALE 24TH ST SITE= THESE PLANS AND SPECIFICATIO\S WERE PREz)ARED BY ME OR UNDER MY DIRECTIO'\, AND TO THE BEST CF MY KNOWLEDGE AND BELE= COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, S'-ANDARDS AND DESIGN CRI -77R A, AND INCLUDE ALL IMPROVEMENT tv C-2 C-2 C-2 C-2 ;,-2 C-2 C-2 C-2 C-2 C-2 REQUIREMENTS OF THE ADVISORv AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, CMISSIONS OR O ----R V OLA- "'.H OF THOSE ORDINANCES, STANDARDS, OR I DESIGN CRITERIA ENCOJN-FRED s JRING CO',----. JCTION SHALL BE CORRECTED AND SUCH 23R© Si 23RD ST CORRECTIONS REFLECTED ON CC - 23RD SUBMITTED TO THE CITY ENGINEER. ' > ->C -C C -C C -C C -C Y C -C C -C FC -C ,a 12/15/16W13 REV KEY MAP MAP # " ALE: 'REPARED FOR: PAUL D H 4, N E N S ARCHITECTS 5'100 CALIFORNIA AVE, SUITE 107 BAKERSFIELD, CA 93309 050-16 GP DESO�i'- ON: PERMIT NO.: 16-40000076 C TY RECORDS NO.: . 2400 ' K' STREET :SPR (16-03(93) GRADING PL/s,N TITLE SHEET AND GRADING NOTES FOR SECTION 30 T.29S., R.28E. M.D.M. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA REV: 2 COPYRI(, IT ©_.2015 BY PATRICK & - ENDERSON, INC. JOB N).: _10:50P__ 1 P&H SHEET IIJ.: 1 S i ISSUE DATE: STATE LICENSE: 522 26m sT DESCRIPTION 1 REVISED THE ALLEY ENTRANCE AND CORNER OF K AND 24th JK 2 REVISED PER CITY PLAN CHECK COMMENTS JK S,' -'A-E: AS SHOWN SITE DRAWN BY: 24TH T a APPROVED: A '- _.. V) Ld W czi 23TH ST KEY MAP MAP # " ALE: 'REPARED FOR: PAUL D H 4, N E N S ARCHITECTS 5'100 CALIFORNIA AVE, SUITE 107 BAKERSFIELD, CA 93309 050-16 GP DESO�i'- ON: PERMIT NO.: 16-40000076 C TY RECORDS NO.: . 2400 ' K' STREET :SPR (16-03(93) GRADING PL/s,N TITLE SHEET AND GRADING NOTES FOR SECTION 30 T.29S., R.28E. M.D.M. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA REV: 2 COPYRI(, IT ©_.2015 BY PATRICK & - ENDERSON, INC. JOB N).: _10:50P__ 1 P&H SHEET IIJ.: 1 S i ISSUE DATE: STATE LICENSE: 522 REVISION DESCRIPTION 1 REVISED THE ALLEY ENTRANCE AND CORNER OF K AND 24th JK 2 REVISED PER CITY PLAN CHECK COMMENTS JK S,' -'A-E: AS SHOWN DRAWN BY: APPROVED: A '- _.. KEY MAP MAP # " ALE: 'REPARED FOR: PAUL D H 4, N E N S ARCHITECTS 5'100 CALIFORNIA AVE, SUITE 107 BAKERSFIELD, CA 93309 050-16 GP DESO�i'- ON: PERMIT NO.: 16-40000076 C TY RECORDS NO.: . 2400 ' K' STREET :SPR (16-03(93) GRADING PL/s,N TITLE SHEET AND GRADING NOTES FOR SECTION 30 T.29S., R.28E. M.D.M. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA REV: 2 COPYRI(, IT ©_.2015 BY PATRICK & - ENDERSON, INC. JOB N).: _10:50P__ 1 P&H SHEET IIJ.: 1 S i ISSUE DATE: STATE LICENSE: 522 (401.81 FL) o J ! LEGEND N ae:•arsoryy, odµst R/W a ab!ob 0.0' mrt - PROPERTY BOUNDARY easement to wcammoable Lip PROPERTY NOT A PART �-- LIMITS OF DISTURBANCE CONSTRUCT MANHOLE PER C.O.B. - - - - - - - - SAWCUT BOUNDARY LINE �- — — — — — PEDESTRIAN EASEMENT BOUNDARY LINE Reba cued TRUNCATED DOMES A -A "°" pd wpm f EXISTING EDGE OF PAVEMENT apprxi, sorb & p4;n -XISTING OVERHEAD POWER LINES PPS— POWER POLE risfhgg a or sxre 16•ra �p acdnmt sA�' ror.Tgm shag ag win 11:011 GUY WIRE in � and Itt° i i tr the advcmf e+Zall erprt+ A1. unless ono wke dcected EXISTING WROUGHT IRON FENCE ------- 0 EXISTING CHAIN LINK FENCE and c Vaded of mwi r dry dost as abfemrpred by ASTM A57M D-1557 to o deplb of 60' belae top of. bqw?, EXISTING 8" SEWER LINE • - - 7G EXISTING GAS METER O EXISTING SEWER MAN HOLE ®M EXISTING WATER METER HB SPIGOT EXISTING WATER SPIGOT T❑ EXISTING TRAFFIC SIGNAL BOX 403.0 TC DESIGN ELEVATION 402.5 FS (402.5) DENOTES EXISTING ELEVATION 1% DRAINAGE DIRECTION f --�-- - — DRAINAGE SWALE X 402.25 EXISTING SPOT ELEVATION 1❑ 6' BLOCK WALL AT PROPERTY LINE i16 *F—A Mft ti. s pmrdited aW, a o- o• aAV EXISTING DRAIN INLET (C.O.B. STD S-18) H/C RAMP PER C.O.B. STANDARDS I7 No P -ft of bh dna aP 1whr shay be carsbuded a : dannt P�e+-b *,*-P -k- $W-* apparel by Me CRY Enr�� TAIL CALLOUT E��DETAIL g. *" new approach is befit' emsmucted adpcml to vzWk cab` and gufter, me erkfpq cid aid gutter shop be complefely rmnomd /l5`t}p. SHEET NUMBER TC TOP OF CURB TW TOP OF WALL TB TOP OF AC BERM TG TOP OF GRATE FL FLOW LINE L P LIP OF GUTTER FS FINISHED SURFACE FG FINISHED GRADE EP EDGE OF PAVEMENT BW BACK OF WALK FF FINISHED FLOOR FP FINISHED PAD HP HIGH POINT GB GRADE BREAK RC TOP OF RETAINING CURB BO BLOW OFF VALVE SP SERVICE POLE DW BACK OF DRIVEWAY CONTOUR INTERVAL = 1' LIST OF CITY STANDARDS COMMERCIAL DRIVEWAY ST -4 TYPE 'A' CURB AND GUTTER ST -1 SIDEWALK ST -3 PAVING PATCH ST -11 REFUSE CONTAINER PAD ST -27 & ST -29 STANDARD TRENCH BACKFILL ST -12 CONSTRUCT MANHOLE SW -2 & SW -6 SUMP/DRAINAGE S-9 D-11, D-12, & D-13 HANDICAP RAMPS STATE OF CALIFORNIA STANDARD PLANS A88A A88B A90B SIGHT DISTANCE REQUIREMENT T-11 GRAPHIC SCALL' 0 5 10 20 s ✓ ( IN FEET ) 1 inch = 10 ft. �NENS ARCHITECTS RNIA AVE, SUITE 107 _ I ELD, CA 93309 050-16 GP FINISHED GRADE NEW ASPHALT CONCRETE PAVEMENT OR NEW CONCRETE 24' 24' A, 4 d ° 8" THICK CLASS ° d ° a °"B" CONCRETE G48' d _COMPACT 12" DEPTH OF NATIVE-=�_ - MA -ER AL `C 95% RELA-IVE- COM� a=R ASTM D -1557 -4 - CONCRETE 1557CONCRETE "V" GUTTER NO- TO SCALE NEW PAVEM=N- PER SECTION RAD. = 0.5" TYPICAL -,,-6• " - 1.5' I S' -OPE VARIES a ° d e E B 6" CONCRETE CURB NOT TO SCALE I} IL wlo NEW PAVEMENT PER SECTI oD dlm 0.70' -o 10.0' VARIES SEE PLAN B ZAL DRAIN ND,`:,�, Iiii 71'� - 1% MIN. 5" CON;;' __-_- NOTES: 1. ALL WORK TO BE CONTAINED WITHIN --E "LIM.TS O= DISTURBANCE" NO DISTURBANCE, EQUIPMENT STORA:._, �R SUPPLIES SHALL GO OUTSIDE OF THE — M TS WITHO.. — —Y OF BAKERSFIELD PLANNI� l' APPROVALS. 2. MBHCP INFORMAT'IC N SrrE DISTURBANCE NOTE: TOTAL AREA OF Sh1= DISTURBANCE 19,764 SF (0.45AC) 3. 2% SLOPE FOR 5' MIN. FROM ALL EXTER JR WALLS. SPECIAL NOTE IT WILL BE THE CONTR/,,,'TORS RESPONS B _ —" TO FAN/ _ A::�ZE HIMSELF AND COMPLY 1�[TH ALL CURREN_ ::JLES AND REGULATIONS REGARDING DUST CONTROL A'�D COMPL .A`,E WITH RULE 4641 DURING PAVING OPERA—ONS. F CO\: _T c CTOR IS NOT FAMILIAR WITH RULES AND REGU_AT ONS, CON—' -- WITH THE SAN JOAQUIN VALLEY AIR POL_J—ION CON ---v_ DISTRICT SHALL BE MADE PRIOR TO CONSTRUC— ON —0 03TAIN CURRENT RULES AND REGULATIONS. DES_, TON: 4' 12" WIDE GROOVED AT TOP OF RAMP ACCESSIBLE VAN-- UD PARKING SIGN W 1� ACCESSIBLE PARKING SIGN - TRUNCA-ED DOMES STRIPPING PAINTED TRAFFIC BLUE TO INDICATE ACCESSIBLE LOADING ZONE 36"X36" ACCESSIBLE SYMBOL PAINTED WHTE � WITH BLUE BACKGROJND 0 VAN AR 12" LETTERS "NO 12' s' — g' PARKING" PAINTED IN TRAFFIC WHITE E TYPICAL ACCESSIBLE PARKING / NOT -0 SCALE- PROVIDE CALE PROVIDE AS REQUIRED ON PANS 84" WHEN PEDESTRIAN 'ATH FROM CAR TO WALK PASSES BY OR UNDER THE SIGN ,-12,- ACCESSIBLE 2'- GREEN LETTERING, ARROW & BORDER WHITE SYMBO_ ON BLUE SQUARE WHITE BACKGROUND -- kL SIGN :N LETTERING, E BACKGROUND ACCESSIBLE PARKING SIGN L 'OST (2"X2") :RETE BASE NOT TO SCALE N ae:•arsoryy, odµst R/W a ab!ob 0.0' mrt - lap, easement to wcammoable Lip deem of d fm approach, PDX mores. ape 60' are rp•.rF 14 Rebar - 74" OC toff, ways; Ad width of Vmoch, Reba cued Oft, 20' deaance par: boftan of _,t.SECTION A -A "°" pd wpm f WES apprxi, sorb & p4;n t Ap wtvWnmA0 ad matr:.rle Ma warm to me W,.* wilhas of the spectfrc IA mmlkd 'Stole of Califaaiq L of Ticnspu-tatiort Slmdmd Spafhxfiais' haeo/ty krrorwr os 'Sfmdvd 10. Sectkns of exkfbg Or W vacs ben twvwd kr shop be swwcvt at fire Tenit : of removal oe Awted b fru ex Aye sxbf n bOV ronoRd —aff be a mia. of S0' h kVM and sawcu1e Spedlicofkns, careni all paprmRd edffka. risfhgg a or sxre 16•ra �p acdnmt sA�' ror.Tgm shag ag win 11:011 2 A curtmt Qml Pum R 'sued by me CRY of Bokasfeld Pubkc Nbrks flepatment must --pony df wak w4mh Crty right -of --way in � and Itt° i i tr the advcmf e+Zall erprt+ A1. unless ono wke dcected J Sub ode shd be coasfrac'ed free to gr pods and coal ssfion to = e�ggg r�aeed m f i. S.•fans b ay be pwr d cgamsf erkteg oaw of If h and c Vaded of mwi r dry dost as abfemrpred by ASTM A57M D-1557 to o deplb of 60' belae top of. bqw?, good corroti'tlm and wit` Ails aMod of me GN E.ap-he°- Of .-Aw, me "hhhy pas %ol shd be wow o mh... f 20' par, 4. Canaete for oNse approoc+` shag conarrtr to me 4. Cord nNuirene,ts of the me edge of aroocete a as doecfed. ponme"t patch �a4 canfam to me Bgawtmmt6 of stardurd Oatap ST -It of 05 Po� dJ��oCmaeffe &W contain oo ad$llm Wasot s prior P^a approra 7.1.11241. 12 t16 and Buller and bciy of gpawh shall be want y P sryao(et . k abtakrad h�n me t&y aglrw.. not moadimk�y. S TAnbef fans shop be wkeed m me side paced next to y. f3 Todd mom= okoeubk ddre approach rw shop rat exceed 60R oaraete ad shill -1 be lea than 1-5 Mick after sudachg Forms of cwmnarcid/mrr0-f oy o Wel 6ontoge true wrwdr dank, andsubg,.d, a shad be Wt.', nmedfole'y pyla to c—be pbd meat w shown on opprwed pyn, shop be the basis of such a^f wmhation 6 Concrete "be bowdec smoom, edged ad mm givm a lighf braan fmkh. Immediofeiy oaa- 6nishpwy ap exposed 14. NO opproed ban me by f�g ,, tord appraad, -i fk ivwlc rh sur(oces shall raxiva a unikrm oppM.vfiar o' wide piymmted cudrq compound may be parepsed to 50' aroxhw fa #-I and It , noes, Mar- hig roMnes of semi -buck aid koAer use w 1.. cm/amb+g to the SlandaM �edOcahms )Ire rowete surace shall he kept moat unfp the cwpig aanpamd k 9oPiied /5 A -kli r o(2,' a Grp -sj*f curb shall aWvt, Eire �PproanSe; 7 Capanskn ,iohfs shill be c-ashucled at cam milt of 4pprotth -Vt - noted m St -dad kme 7-20 or as Wl wd by .71e Engineer. lleakwed ids iMs, 20' deer, shag be placed of anter of epprooch i16 *F—A Mft ti. s pmrdited aW, a o- o• aAV and at 10 max. beerds a . *wfad by me city &#-6 Expansnn pint hYer mot..y aho6 tarsist of prelamed strgs of I7 No P -ft of bh dna aP 1whr shay be carsbuded a : dannt P�e+-b *,*-P -k- $W-* apparel by Me CRY Enr�� &,uuk, wgwt -wood !he' ca,farm to me r.quk_bm of the Standard Spedl&ofrana t& See rally 621 kr ne m I,k d -s'" oypovah st..r ,d g. *" new approach is befit' emsmucted adpcml to vzWk cab` and gufter, me erkfpq cid aid gutter shop be complefely rmnomd /l5`t}p. and repaaL win retia as shown above No awb of' is c owM la canmsrcial/multi-ImpY di✓s apGraorA camtructim. .. a ,u mu'C 1 lm• 30'x 4.0'90-Mble Waning .. Nota 4m lata# S7--10�P; _' .. /� X45' 14 PERMIT NO.: 16-40000076 Gre 1a;1 S`ANDARD / COMMERCAL/MULT—FAMILY DRIVE AP'ROA.CH—TYPE "E' acuE / s xseaasm oers ern CRY OF BAKERBFiELD ST --4 CALIFORNIA h 2 •p :s\ _ ¢ No. C25224 z' =� EXP- 12-31-17 M CITY RECORDS NO.: 2400 'K' STREET REV: t2 GRADING PLf�N Y COPYRGHB SPR (l0r_--0,3._-__,3) P . ATRICK& HENDERSON, INC. JOB GRADG PLAN P&H SOHEET N0.:050-1 IN FOR 2 5 SHEE`S SECTION 30 T.29S., R.28E. M.D.M. ISSUE DATE_ IN THE CITY OF BAKERSFIELD 12/15/16 KERN COUNTY, CALIFORNIA i G� �� � 3 STATE LICENSE: - / 13 /14 REVISION: 03,'13/17 -EXISTING CURB, GUTTER, & SIDEWALK REPLACED FF = 403.50 2' - - -- LANDSCAPE EXISTING GRADE 2� 6' SIDEWALK SECTION A -A NOT TO SCALE GRIND AND/0R PAVE EXISTING PAVEMEh_ -0 ALLOW FOR SIAOO_-- SIDEWALK TRANSIT ON ==SCM A_L=" T//B_ _D NG 6" CURB 20' ALLEY -� CDNCRETE I _ _ -- - - `f - 4' WIDE V -GUTTER NOTE: SEE SHEET 2 FOR SLOPES AND ELEVATIONSJr EXISTING PAVEMENT N ALLEY 6' BOCK WALL I SWALE FF = 403.50 I - - -- -- -- SIDEWALK \---EXISTING GRADE CONCRETE 6" CURB 403 402 SECTION B -B NOT TO SCALE 118' BLOCK WALL NOTE: SEE SHEET 2 FOR SLOPES AND ELEVAT ONS PATRICM AND HENDERSON INC. PLO- INFORMATION: PLAN CHECK 03/13/17 ATRICK & 1965 AIRPORT DRIVE EENDERSON BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 N CIVIL & GEOTECHNICAL FAX: (661) 391-9926 ENGINEERING Consulting Engineers Foundation & Structural Engineering Land Planning Land Surveying Soils Testing SECTION C -C NOT TO SCALE NORTH PROPERTY LINE WALL 403 40.83:06 TC 402 402 DATE:RVI ION 12/15/16 DAT REV # DESCRIPTIONY 02 07 17 1 _ REVISED THE ALLEY ENTRANCE AND CORNER OF K AND 24th JK SCALE: _ - 03 13 17 2 REVISED PER CITY PLAN CHECK COMMENTS JK_- AS SHOWN DRAWN BY: JK APPROVED: AH - EXISTING CURB, GUTTER,& SIDEWALK REPLACED PROVDE Y MIN. WARNING STRIPES FOR TOP AND BOT -OM TREADS AT ALL INTERIOR STAIRS. ALL TREADS SHALL HAVE WARNING 1' MIN.--# STRIPES AT EXT. STAIRS. SURFACE FREE OF SHARP V MIN OR ABRASIVE ELEMENTS LANDING C� , 1.5• CLR LAND;NG >i_ * 1.25" TO 1.5' � TW 4 -'k \ 1.5• MAX. 4- -qzTw NOMINAL 1 Y+Tw -� HANDRAIL STAIRWAYS STRIPING FOR THE MSUALI Y IMPAIRED 1. EVERY STAIRWAY HAVING TWO OR MORE RISERS SERVING ANY BUILDING OR PORTION THEREOF SHALL S THE UPPER APPROACH AND ALL TREADS SHALL OF EXTERIOR STAIRS SI -ALL BE MARKED VT_H A CONFOFM TO THESE REQUIREMENTS STRIP OF C�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`,. 2. THE NOSING SHALL NOT PROJECT MORE THAN 1.5" PAST THE FACE OF THE STAIR BELOW. 4. HANDRA_S ARE TO BE ON BOTH SIDES OF HE STARWAY. 3. ALL RISERS SHALL EE CLOSED.' 5. HANDRA_3 ARE TO BE 34"-38" ABOVE THE NOSING OF THE STAIR. 4. RISERS SHALL BE SLOPED OR THE UNDERSIDE OF THE NOSING SHALL HE ANGLED NOT LESS THAN 6. ENDS OF HANDRAILS ARE TO BE ROUNDED OR RETURNED SMOOTH" TO THE WALL OR POST, OR 60 DEGREES FROM THE HORIZONTAL. SHALL 'FRMINATE IN NEWEL POSTS OR SAFETY TERMINALS. WHERE --E EXTENSION OF THE 5. THE UNDERS.DES OF NOSINGS SHALL NOT BE ABRUPT AND THE RADIUS OR CURVATURE A._ THE HANDRAIL IN THE DIRECTION OF THE STAIR RUN WOULD CREATE A HAZARD, THE TERMINATION OF LEADING EDGE OF THE TREAD IS TO BE NOT GREATER THAN 0.5". THE EX'ENSIONS TO BE MADE EITHER ROUNDED OR RETURNED SMOO"!_Y TO FLOOR, WALL OR POST. 6. IN ANY ONE FLIGH-- OF STAIRS, ALL STEP SHALL HAVE A UNIFORM RISER HBGHT AND TREAD 7. WHERE - 1-E STAIRS ARE CONTINUOUS ;ROM LANDING TO LANDING, ',E NNER HANDRAILS AT WIDTH. LANDINI; THAT DOUBLE BACK OR IMMEDIA-E_Y 'URN SHALL BE CON'NUOUS AND SHALL NOT 7. ANY PORTION OF STAIRWAYS THAT ARE OPEN ON ONE OR BOTH SIDES THAT EXCEED 30 E£GREES EXTEND INTO THE LANDING OR PATH OF -PAVE- IN NEIGH7 ABOVE GRADE OR FLOOR BELOW MUST BE PROTECTED BY A, GUARDRAIL NOT _:SS S. AT LEAST ONE HANDRAIL SHALL BE IN THE DREC-ON OF THE STAIR RJN AND PERPENDICULAR TO THAN 42" IN HEGHT. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAM-NTAL THE DIFECTION OF THE STAIR NOSING. PATTERN SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THIRD ll3H. TYPICAL HANDRAIL 2 NOT TO SCALE LAJ .may � 4CC La l; i• 1 -, 0 tjj Ella • �• L0 ti 12� • % is 122' 122'I 1',� 5' 122' 122' �2, 5 ` 1 �''0. STATE ROUTE 1 'T6 (West Bound) � �- t �'"m (24th Ste) w STATE ROUTE _178 (Eost Bound) (23rd Ste) 122`ri 122' 11S.151 1 122' 82. 122pq 122' 82.5 T2 2 1! PREPARED FOR: PAUL D H A N E N S ARCHITECTS 5100 CALIFORNIA AVE, SUITE 107 BAKERSFIELD, CA 93309 41- t/1 5001+! 1' s 100' ~�e RELINQUISHMENT MAP STATE OF CALIFORNIA BUSINESS $ TRANSPORTATION AND HODS l NG AGENCY DEPARTMENT OF TRANSPORTATION PROPOSED RELINQUISHMENT NO, 86086 CONSISTING OF ONE SEGMENT TO THE CITY OF BAKERSFIELD PERMIT NO.: 16-40000076 2400K K' STREET 050-16 GP SPR (16-0383) GRADING PLAN DESCRIPTION: a QUO �t �1P L � t77�`'�j� = 4 No C25224 z- Exp 12-31-17 4 9T )r CC l "r-r���� CITY RECORD_ NO.: GRADING SECTIONS FOR SECTION 30 T.29S., R.28E. M.D.M. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA (�1 REV: 2 COPYR G -IT (,_)- 2:16 BY PATR CK ei HEh'U=RSOv, INC. JOB NO.: 050-15 T& -H SHEET 3 _SHEETS ISSUE DATE 12/15,116 STA -E LJCEHSE ?5224 REVIS ON: 03/13/17 PATRICK AND HENDE.RSON INC. PLC` INFORMATION: PLAN CHECK ATRICK & ENDERSON hVC. E���NEER�N� GEOTECHNICAL 1965 AIRPORT DRIVE BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 FAX: (661) 391-9926 Consulting Engineers Foundation & Structural Engineering Land Planning Land Surveying Soils Testing DATE: REVISION 12/15/16 _ DATE REV # DESCRIPTION BY Genera! Notes 02 07 17 1 REVISED THE ALLEY ENTRANCE AND CORNER OF K AND 24th___ JK SCALE: 03/13/17 2 REVISED PER CITY PLAN CHECK COMMENTS JK AS SHOWN Sandbags/Gravel.. bags to Catch Basin overlap onto curb Brick methods providing equal or greeter protection may be utilized. For in depth of cu Curb inlet DRAWN BY: JK APPROVED: ----------- - AH BEST MANAGEMENT PRACTICES (BMP'sj 2 COPYR ,HT Genera! Notes ` `Back of sidewalk PATRICK 3: EEII)ERSON, INC. JOB NO.: (C50-16 1. Best Monagement Practices BMP's contc'ned herein reflect the 9 (BMP's) minimum requirements. Alternate Sandbags/Gravel.. bags to Catch Basin overlap onto curb Brick methods providing equal or greeter protection may be utilized. For in depth of cu Curb inlet inform:ion on BMP's refer to the Califor is Storm Water BMP Handbooks, available at www.ccbmphondbooxs.com, California De c-tment of Transportation P Po Construction Site BMP Fact Sheets at www.dot.ca.gov/hq/constn._/atormwoter/facisheets,htm, and/or USEPA 8MP -- Fact sheet O http://cfpub.epa.gov/npdes,'storrmrater. Direction D D ;•,: 2. All construction activity shall be performed in accordance with a Stornwater Pollution Prevention Plan (SWPPP) developed and inplemented in compliance with the requirements of floe Itleay - ,: of the National Pol. utant Discharge Unr ination System (NPDES) Construction General Permit Drder No. 2009-009-DWQ and as amended by Order No. 2010-0014-DWQ. L 4esarbent �'- rsazc usza re6'""p as Nn'e - F 3. The SW -PP shall: at • a. Identify potent'c pol'�utont sources and include the design and placement of BMP's to Off` effectively prohibit the entry of pollutorts from the construction site onto the street P1eD "' and/pr into a storm drain system during construction. Sandbo s/Gravels. bogs ... stacked tightly roawi .mar e. as m ae xxn r aam.e,r. aria -1e. bma rr4 ..... ..... . .... ............. .... ... b. Be kept on site and amended to refleear. ct changing conditions throughout the course of tri. tram Cay erawua maul, aria an.r e.reda,n ,eerier construction. . Spllbay elevation shrill Curb Inlet ............................................. 1. Sediments and other materials shall not be trucked from the site b vehid e traffic. The construction entrance roadways shell be stabilized so m to c. Be kept up to date. Any additional upcotes requested by agency representative are to match top of curb T- Sidesalk Splltrn ............ prevent sediments from being deposited into tte public reads. Sediment be made immed!ately. \\ rna,+rv+ae: vee e. deposited on the roadway must be swept up irmediately and ma, not be ��,` �' "�� washed down by rain or other means into the storm drain systeT'. See Type 4. Non-Stormwater discharges are prohibited from entering any storm drain system and/or . Containment 1 and Type 2 details. street. D = 12' Mr. Aren H = R• Mlm. Catch Bos ( Stabilized construction entrance shall be: 5. Discharges of pumped ground erste' require a discharge permit from the State of L = 36• Mnx. /� a. Located at any point where traffic will be entering o' leaving e Californo Regional Water Quality Controi Eoord (RWOCS). TION construction site to or from a public ri h: of era street, alley. end P 9 y - Notes: 1. Leaking vehices and ecoipment shall not be allowed onsite. Equipment and sidewalk or parking area. 6. Pollutans shall be removed from stormwc ter d�acharges to the Maximum Extent vehices aha.` be inspected frecuent,y for leaks and shall be repaired immediately. Practicable (MEP) through design & implenenfntion of the SWPPP, 1. Catch Basin/Inlet protection shall be installed wherever there is a potential cf Clean up so'I s and lea" promatiy with absorbent materials; do not flush with b. A series of steel plates with rumble strips", and/or min >3' to <6" stormwater or non-stormwater being discharged into it. water. crushed aggregate with length, width & thickness as needed to 7. A standby crew for emergency work shall be available at all tim" during the wet weather 2. Inlet protection is required along with other pollution prevention measures su :F, 2, Veh c es and equipment she be maintained, and repn'red onsite only in designated adequately prevent any tracking onto paved surfaces season, which is typically Oct 1 throw May 30. Necessary materials shall be available as; erosion control, soil stabilization, and measures to prevent tracking onto cress. Prevent run-on cod run-off from designated areas. Containment devices on site and stockpiled at convenient ocatoro to facilitate rapid Construction of paved surfaces. she be provded cnd areas she be covered if necessary. _. Adding a wash rack with a sediment trap large enough to collect all wash emergency devices when rain is imminent 3. Modify inlet protection as needed to avoid creating traffic hazards. 3. Designate onsite veh'cle and Beu'pment maintenance cress, away from storm drain water can greatly improve efficiency. 4. Include inlet protection measures at hillside v -ditches and mist. drainage s%a es. 'nets end waterCOLrses. 8. Portable sanitary facilities shall be ocatec on relatively level ground away from traffic 5. nlet protection shall be inspected and accumulated sediments removed. Sedirent 4. Always use secondary conto'nmemt, such as a drain pan or drop cloth, to catch °• All vehicles accessing the construction site she'll utilize the stabil zed areas, drainage courses, and storm drain inlets. shall be disposed of properly and in a manner that assures that the sediment spills and ea" when remcvng or changing fluids. construction entrance sites. does not enter the storm drain system 5. -egal y dispose of used oils, -lu"cs, lubricants, end batteries. 9. Employees, subcontractors and supp lens scall be educated on all BMP's including concrete 6. Damaged bags shall be replaced immediately. 6. Provide spi containment dkes air secondary containment around stored ol., fuel, a. Remove all sediment deposited on paved -oadways immediate y. waste storage and disposal procedures. 7. Additional sandbag sediment traps shall be placed at intervals as indicated c n and chemica, drums. b. Sweep paved areas that receive construct on traffic whenever sedimen,. site plan. 7. Maintain an cdequcte s..ppy or absorbent spill c'.eanup moteria'.s in designated becomes visible. 10. Sediment control practices she:. effectively prevent o net increase of sediment load in ores• d c. Pavement washing with water 's prohibits if it results in a cischcrge. to - stormwcter discharge. 8. It is the contractors resoons t. `y to regularly inspect the vehicle and equipment the storm drain system. maintenance area(s). OCATH BA$IN/INLET PROTE&T10N CB,, EQUIPMENT MAINTENANCE AREA0 C�) ISITABILIZED dONOTRUdTION ENTRANCE/EXIT Paved areas Corrugated steel panels Cru steel aggregate greater than Original 3 inches but smaller than 8 inches. --- --� - --- grade Fit_ fabric SECTION A -A " Original stor�o,led xrer.> - _ , rgde CONCRETE 12 Inch minimum, uMess other... spocIfIed W SHOUT by a Bolls err. glneer. Aggregate can be � � AREA placed on or glnal grade or subgraale, SECTI B -B NOTE: Construct sediment barrier - runoff to and Cent - trap trap sediment ping deNce - - NC -E Canatruet - � - -� � � • Bermed Contai-ent O O Aren 0 O sediment barrier and ✓ . � i - o chcnndize runoff to � 251 ,r, sediment trapping device .4 p f 3 Ary <:.., / ` Corrugated steel panels' \ 12' min or as - SANDw1GAG EL BS .r , p 4 $? ✓ o" wmn required to a ... rnmodate d anticipated ., GHTLY PLACED 7GHTL .. v v r TDruE'NER Al. AROUND MATERIAL`' "- _ w .adna > m a�mmaw a l . �, trams. -- 1. Excess and waste concrete shall not be washed nto the street, or irto a L, -- (+z tme� MItAI �. ' �. drainage system. a ___.tic V•� _ _ ` '^;... 2 For washout of concrete and mortar products, a cesignated contairment focilty Z - 4 of sufficient capacity to retain liquid and solid wcste shat. be provided on s'ti and disposed of properly off site. wTem porde pipe culvert y Notes: 3. Slurry from concrete and asphalt saw cutting shell be vacuumed or conta'nec, as needed *Ifdried, entrance Is not paved, either relocate wH the the panels to edge of pavement or Stockpile management procedures and practices are designed to reduce or P 9 P P 9 picked u and disposed of properly. P P P pro eel I 50 ft M n plat Match place Type 1 crushed aggregate. e;im nate air end storm water pati. ,.lion from stockpiles of soil, and paving is r{ Existing materia s such as Portland cement concrete PCC rubble, asphalt concrete AC P (PCC) p ( ) air `o✓ times the circumference of p•nde asphalt concrete rubble, aggregate base, aggregate subbase or pre -mixed the Icrgest construction vehicle tire,p' efvl aggregate, asphalt binder (i.e. cold mix) and pressure treated wood. Is ateh whichever is greater r -l.& NTS Notes: Existing 1. Protection of stockp'les is a year-round requirement. Grade TYPE 2 ALTERNATIVE ENTRANCE/EXIT 2. Locate stockpiles a m'nimu'n of 50 feet away from concentrated flaws of NITS use of corrugated steel plates, shaker plates, rumble plates, etc, storm water, crainage courses, and drain inlets. TYPE 1 GRAVEL ENTRANCE/EXIT 3. impement wine erosion/transport control practices as appropriate. 4. All stockpiles shot be covered, stabilized, or protected with a temporary linear barrier (i.e. sandbags, etc.) prior to the onset of prec p'tation. C-1 ISITABILIZED CONSTRUCTION ENTRANCE/EXIT C-2 ISITABILIZED dONOTRUdTION ENTRANCE/FAIT CE' M4TERIAL $TORAdE CF) &ON&RETE #A' *TE AtAAA6kVENj-n� Silt fence constricted LEGEND along level contour Mnxinum O NPDES BMP PLATE NO. slope length Maximum tributary area .25 acre/l00 _ W. of fence. wooden Filter fabric post a la' CONTAINMENT AREA Aboert wkm 26 o.c.cnax> Flow � BERM V111TH SILT FENCE NPDES BMP PLATE N0. k sor Cleanup Not- � FUEL „•;,-,-'' P y� �y> 24'bacNcted fl SANDBAGS/GRAVEL BAGS NPDES BMP PLATE NO. A .... .. ............ .. 22' 6' min.'".->' .. Mnxinun Turn Last 6' of wIdth=500' ,\. NOTE Germed Containment fence up-slope Filter fabric -� REFER TO GRADING PLAN FOR GRADES AND ELEVATIONS A". Silt fence nn. ••.'••....••• Impervious Surface/Lining Noses. Notes: 1. Feeling shall be in designated from 1. Construct the silt fence along a level contour. performed a area, away drainage courses. 2. Silt fences shall remain in place until the disturbed area is permanen-.Iv 2. Aasorbent cleanup material shall be on site and used immediately in the stabilized. &rent of a spill. 3. Provide sufficient room for runoff to pond behind the fence and allow sediment removal equipment to pass between the silt fence and toe ifslope 3. Dip pans or absorbent pads shall .1e used during vehicle and equipment or other obstructions. About 1200 sq. ft. of ponding area shall be prlclded fading, un ass the fueling is performed over an impermeable surface in a for every acre draining to the fence. 4. Turn the ends of the filter fence uphill to prevent stormwater from fliwing dedicated '-e'ng area. around the fence. 4. Dedicated t,.e'ng grecs shall be protected from storm water run-on and 5. Leave an undisturbed or stabilized area immediately downslope from tie fence. runoff, and shall be located at least 50 feet from downstreom drainage 6. Do not place in live stream or intermittently flowing channels. focil'Ities are watercourses. Fading Yrret be level -grade 7. When standard filter fabric is used, a wire mesh support fence shall ie performedOn areas. fastened securely to the upslope side of the posts using heavy-duty X0.6 5. P'otect fue ng areas with bens and/or dims to preverk run-on, runoff, and inch) wire staples at least 1.75 inches long, tie wires or hog rings. to contain sd" s. 8. Filter fabric shall be woven polypropylene geotextile with a minimum a'cth of 36 inches and a minimum tensile strength of 100 Ib force. 9. Wood stakes shall be commercial quality lumber no less than 2 inch air 2 inch. Wood stakes shall be driven to a depth of no less than 18 inctes from surface. OG PL'HICLE/ EQUIPMENT FUELING( OH $ILT FEN& PREPARED FOR: GRAPHIC SCALE 0 5 10 20 IN FEET 1 inch = 10 ft. PAUL_ DHANENS ARCHITECTS 5100 CALIFORNIA AVE, SUITE 107 BAKERSFIELD, CA 93309 050-16 GP DESCRIPTION: PERMIT NO.: 16-40000076 2400 'K' STREET SPR (16-0383) GRADING PLAN EROSION CONTROL PLAN FOR SECTION 30 T.29S., R.28E. M.D.M. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA G CITY RECORDS NC.: 5/►4I1T REV: 2 COPYR ,HT Bl PATRICK 3: EEII)ERSON, INC. JOB NO.: (C50-16 P&H- 4 ISSUE DAT:: 12/15/16 STATE LICE`JSE: 25224 REVISION: 03/13/17 LEGEND PROPERTY BOUNDARY PROPERTY NOT A PART DEMO DEMO EXISTING IMPROVEMENTS — — — — — — SAWCUT/DEMO BOUNDARY ------ EXISTING EDGE OF PAVEMENT — — PP EXISTING OVERHEAD POWER LINES !!PP_ POWER POLE GUY WIRE ---- —------ ----------------- -- EXISTING WROUGHT IRON FENCE -'' EXISTING CHAIN LINK FENCE == EXISTING 4' HIGH BLOCK WALL © EXISTING GAS METER ® EXISTING SEWER MAN HOLE FRI EXISTING WATER METER HB SPIGOT EXISTING WATER SPIGOT ❑T EXISTING TRAFFIC SIGNAL BOX t' EXISTING TREE %402.90 EXISTING SPOT ELEVATION CONTOUR INTERVAL = 1' NOTE: SAWCUT AS REQUIRED BY CITY INSPECTOR CJ C C� C� C� rLj_L� C� PATRICK AND HENDERSON INC. PLOT INFORMATION: PLAN CHECK 03/13/17 ATRICK& 1965 AIRPORT DRIVE XEENE)ERSON BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 NCCIVIL & GEOTECHNICAL FAX: (661) 391-9926 . ENGINEERING w w Cn Y C -9J 1,___j CAIN EXISTING CURB FLUSH PAVEMENT AND DRAY STRUCTURE TO REI EXISTING CURB FLUSI• PAVEMENT TO F "/\I. IIINV WINE 1 LV JI I VVI II I PAVEMENT AND DRAINAGE STRUCTURE TO REMAIN Consulting Engineers DATE: 12/15/16 Foundation & Structural Engineering SCALE: AS SHOWN Land Planning DRAWN BY: Land Surveying JK Soils Testing APPROVED: AH iG Bl LDNG U _DI G BNG X04.16 I t I,. 1 GRAPHIC SCALE 0 5 10 20 ( IN FEET ) 1 inch = 10 ft PERMIT NO.: 16-40000076 2400 'K' STREET 050-16 GP SPR (16--0383) GRADING PLAN PREPARED FOR: DESCRIPTION: PAJ_ DHANENS ARCHITECTS DEMO PLAN F1,100 CALIFORNIA AVE, SUITE 107 FOR BAKERSFIELD, CA 93309 SECTION 30 T.29S., R.28E. M.D.M. IN THE CITY OF BAKERSFIELD I KERN COUNTY, CALIFORNIA�) -� C0NHDEm7RL J CJ c < No. C2522" z' 'F Exp. 12-31-17 sr. Clvt�- CITY RECORDS NO.: REV: 2 COPYR GHT BY PATRICK & HES I)ERSON. INC. JOB NO.: 050—'6 P&H SHEET NO.: 5 4SSUE DAT---: 12/15/16 STATE LICENSE: 25224 REVISION: 03/113/117